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Freeport NIP(4)-LR 960429 (2)REPORT NO.: PROJECT: LOCATION: 31 ~NO.: 2317.5 Freeport North Paving - 60'S, 100'W of NW building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: ~c,n~a~tNEBR: Gromatzky Dupree & Associates McFadden & Miller REPORTEDTO: M.E.P.C. American Properties DATE: 04/29/96 4000 PSI 30/350 yds. Wlt. EDBY: M. Lawson BY ORDER OF: Client 05 / 06 / 960~DE, NUMBE,: (6 x 12 INCH) NOMINAl. CYLINDER SIZE: AREA-28.26 SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH, PSI: TYPE BREAK: CON~.AL (U.N.O.) REMARKS: FN042901 82,500 7 2920 LABORAT~Y NUMBER FN042902 28 FN042903 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 50 70 1~ME ~MulPLE: 07: 45 ~URCE OF CO~C,~E: TX I TRANSPORTED BY 04/30/96 AIR CONTENT M~, 5.00 Reed SLUMP PICK-UP CHARGE: INCHES 4.50 NO MiX CODE: 9643 TICKET NO.: 5 7 9 0 2 8 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY ~WUT~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut* (1) McFadden & Miller/Mr. Jun Jacobson (1) Gromatzky Dupree & Assbciates/Mr. Scott ~;~) City of Coppell/Mr. LarrY Davis (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: AS'TM C31, C~, C1~, C1~, C192, C~$.~C1~ p~ 1 OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-(X)19 REPORT NO.: PROJECT: LOCATION: 31 Freeport North Pavin~ - 140'S, 45'W of N~ buildin~ corner reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JO~ NO.: ~CH~E~aN~NEER: Gromatzky Dupree & Associates CO, T~: McFadden & Miller GEOTECHNICAL CONSULTANTS M.E.P.C. American Properties CATE: REPORTED TO: DATE CAST: 04 / 29 / 96 4000 PSI SPECIFICATION: 180/350 yds QUANTITY REPRESENTED: ~M~EOaY: M. Lawson sY OROER Oe Client 05 / 06 / 96 ORDER ,UMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE~IVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN042904 84,600 7 2990 ~NAT~Y NUMBER FN042905 28 FN042906 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 54 72 T~E OF S~E: 10: 30 SOU.CE OF CO.CRETE: TXI TRANSPORTED BY 04/30/96 AIR CONTENT ~, 4.40 Reed SLUMP INCHES 5.50 YI~ NO PICK-UP CHARGE: M,X CODE: 9643 TICKET NO.: 579242 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,STR,SU~: (1) M.E.P.C. American Properties/Mr. RobAhm~~__~_~Ahm _ (1) McFadden & Miller/Mr. Jon Jacobson ~~ (1) Gromatzky Dupree & Associates/Mr. Scott McC (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TE~ METHODS: AS~ C 31. C ~. C 1~, C 173, C 192, C ~I, OR C 1~ P~E 2 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCAllON: 31 Freeport North Pavin~ - 250'S, IO0'W of 1~ buildin~ corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATE CAST: ARCH~CT~INEER: Gromatzky Dupree &.Associates CO.T~CT~: McFadden & Miller M.E.P.C. American Properties REPORTED TO: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 0 5 / 06 / 960nDER .UMSER: 04/29/96 4000 PSI 330/350 yds M. Lawson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. RELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN042907 100,100 7 3540 LA~RATORY NUMAR FN042908 28 FN042909 28 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 60 74 TIME OF SAMPLE: 12: 45 mM' ~RCE OF CO.CR~E: TX I TRANSPORTED BY 04/30/96 CF, AIR CONTENT ~, 4.30 Reed SLUMP PICK-UP CHARGE: INCHES 5.50 NO ,,x COOE: 9643 TICKET ,0.: 579448 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY msTR,su~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis S,eNEO (1) City of Coppell/Mr. Lee Stone TE~METHOOS: A~M C31, C~, C 1~, C 1~, C 1e2, C'~I, ORC ~ PAGE 3 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019